36C24718R0625-003.pdf
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36C24718R0625 54415205 FINAL DRAWINGS.pdf
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WM. JENNINGS BRYAN DORN
VA MEDICAL CENTER
COLUMBIA, SC 29209
INDEX OF DRAWINGS
WATER TOWER
IMPROVEMENT
FINAL CONSTRUCTION DOCUMENTS
PROJECT # 544-15-205
FINAL CONSTRUCTION DOCUMENTS
U.S. Department of Veterans Affairs www.atriaxgroup.com
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964
NC Engineering License No.: P-0214 NC Architectural License No.: 51254
4191RE
G
IS
TERED ARCHITECT
NORT H CA ROL I N
AC
H
A R L OT T E ,
N
. C
C
HA
RL
ES
WI LL IAM
BEV
IN
S
02/28/2018
D
UNITED STAT ES OF AMERIC
A
SR
IA
FF
ASNARETEVFOTNEMTRAPE
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DWG.#
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SHEET #
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DRAWING TITLE
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GENERAL
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GI001
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ARCHITECTURAL
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COVER SHEET
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SITE LAYOUT AND DETAILS
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PARTIAL FLOOR PLAN, PARTIAL ELEVATION/ SECTION - NEW WORK
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WATER TOWER DETAILS
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AE101
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AE501
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COVER SHEET
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GI001
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TLR
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CWB
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VA FORM 08-6231
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IMPROVEMENT
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WATER TOWER
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SC
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COLUMBIA
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W.J.B. DORN VAMC
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CAMPUS MAP
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NTS
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WATER TOWER
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BOILER PLANT
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WATER MONITORING SYSTEM DETAILS
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AE502
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WATER LINE TRENCH DETAIL3
FINAL CONSTRUCTION DOCUMENTS
U.S. Department of Veterans Affairs www.atriaxgroup.com
Atriax, pllc
102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
Phone: 828.315.9962
Fax: 828.315.9964
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
N
Scale: NTS
SITE PLAN1
Scale: NTS
ASPHALT PAVING DETAIL5Scale: NTS
CURB AND GUTTER DETAIL4
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VALVE BOX AND CONCRETE COLLAR6
Scale: NTS
CONCRETE SIDEWALK7
(TYPICAL AT CURB VALVE)
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EXISTING 12" DUCTILE IRON PIPE WATER
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EXISTING 8" DUCTILE IRON PIPE WATER
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BOILER BUILDING
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EXISTING 12" VALVE
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EXISTING 8" DUCTILE IRON PIPE TO WATER TOWER
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EXISTING 10" DUCTILE IRON PIPE FROM WATER TOWER
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TAP EXISTING 12" WATER MAIN W/ CORPORATION STOP
AutoCAD SHX Text ROUTE NEW 3/4" TYPE K COPPER WATER MONITORING SAMPLE LINES (2) TO BOILER BUILDING. PROVIDE 30" OF COVER. LOCATE TAPS AND SAMPLE LINES AS TO NOT INTERFERE WITH OTHER UTILITIES.
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EXISTING SANITARY SEWER
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CURB STOP W/ VALVE BOX
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TAP EXISTING 8" WATER MAIN W/ CORPORATION STOP
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REMOVE AND REPLACE SECTION OF SIDEWALK BETWEEN CONTROL JOINTS.
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CURB STOP W/ VALVE BOX
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AutoCAD SHX Text NO. DESCRIPTION DESCRIPTION DESCRIPTION 1. WATER MAIN WATER MAIN 2. DOUBLE STRAP SERVICE SADDLE - CC (TAPER) THREAD OUTLET DOUBLE STRAP SERVICE SADDLE - CC (TAPER) THREAD OUTLET 3. BALL CORPORATION STOP - CC (TAPER) THREAD X CTS COMPRESSION BALL CORPORATION STOP - CC (TAPER) THREAD X CTS COMPRESSION 4. TYPE K COPPER TUBING TYPE K COPPER TUBING 11. AWG #12 GAUGE COPPER TRACER WIRE (THWN) - WITH BLUE INSULATION
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BACKFILL MATERIAL COMPACTED IN 6" LIFTS
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6" SAND
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UNDISTURBED EARTH
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FINISH GRADE, SIDEWALK, OR ASPHALT PAVEMENT
AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.
AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY
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3000 PSI CONCRETE
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VA FORM 08-6231
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IMPROVEMENT
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WATER TOWER
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SC
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COLUMBIA
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W.J.B. DORN VAMC
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SITE LAYOUT AND DETAILS
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WTH
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FINAL CONSTRUCTION DOCUMENTS
U.S. Department of Veterans Affairs www.atriaxgroup.com
Atriax, pllc
102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
Phone: 828.315.9962
Fax: 828.315.9964
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
4191RE
G
IS
TERED ARCHITECT
NORT H CA ROL I N
AC
H
A R L OT T E , N
. C
C
HA
RL
ES W I LL IAM BEV
IN
S
02/28/2018
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NEW " TYPE K COPPER 34" TYPE K COPPER WATER LINES REFERENCE CIVIL DRAWING C-101
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EXISTING EXTERIOR MASONRY WALL VERIFY WALL THICKNESS IN FIELD
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EXISTING STEEL COLUMN
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EXISTING DOOR
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TRANSITION POINT TO " WATER LINE 12" WATER LINE 24" A.F.F.
AutoCAD SHX Text SECURE NEW " WATER LINES TO EXISTING WALL 12" WATER LINES TO EXISTING WALL MIN. 3'-0" O.C.
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12" HOLES
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FRONT ELEVATION
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SIDE SECTION
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NEW WORK
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AE101
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TLR
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CWB
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AutoCAD SHX Text GENERAL NEW WORK NOTES 1. REFERENCE CIVIL DRAWING C-101 FOR SITE WORK.REFERENCE CIVIL DRAWING C-101 FOR SITE WORK.
AutoCAD SHX Text SHEET KEYNOTES # # # 1. DEMO AND REMOVE SECTION OF EXISTING CONCRETE DEMO AND REMOVE SECTION OF EXISTING CONCRETE WALKWAY. CUT AT EXISTING CONTROL JOINTS. INSTALL NEW WATER LINES. POUR NEW CONCRETE WALK SECTION TO MATCH EXISTING IN HEIGHT, FINISH AND REINFORCING. 2. FABRICATE AND INSTALL, 7 GAUGE STAINLESS STEEL FABRICATE AND INSTALL, 7 GAUGE STAINLESS STEEL PROTECTIVE COVER FOR WATER LINES. FILL ALL VOIDS INSIDE COVER WITH INSULATION. ATTACHED TO EXISTING MASONRY WALL WITH 4 - " EXPANSION ANCHORS. 12" EXPANSION ANCHORS.3. DRILL 1 EACH, 1 " HOLE THROUGH EXISTING MASONRY DRILL 1 EACH, 1 " HOLE THROUGH EXISTING MASONRY 12" HOLE THROUGH EXISTING MASONRYWALL FOR EACH NEW " PIPING. PROVIDE 1 " PIPE 34" PIPING. PROVIDE 1 " PIPE 12" PIPESLEEVE, BACKER ROD & CAULKING EACH SIDE OF WALL PER PIPE. 4. PROVIDE 1 EACH, 3" x 6" MIN. PVC SLEEVE FOR NEW PROVIDE 1 EACH, 3" x 6" MIN. PVC SLEEVE FOR NEWPIPING AND INSULATION. 5. 1" PIPE INSULATION. EXTEND TO 1'-0" MIN. BELOW FINISH 1" PIPE INSULATION. EXTEND TO 1'-0" MIN. BELOW FINISH GRADE. 6. " TYPE K COPPER SUPPLY LINE FROM MAIN WATER LINE 34" TYPE K COPPER SUPPLY LINE FROM MAIN WATER LINE AND CAMPUS LOOP LINE WET TAP. 7. " TYPE K COPPER DRAIN LINES FROM WATER MONITORING 12" TYPE K COPPER DRAIN LINES FROM WATER MONITORING SYSTEM TO EXISTING FLOOR DRAIN. RUN ON TOP OF FLOOR. SECURE TO FLOOR AT WALL AND AT EDGE OF FLOOR DRAIN. 2 PER MONITORING SYSTEM. 8. WATER MONITORING SYSTEM COMPLETE WITH MOUNTING WATER MONITORING SYSTEM COMPLETE WITH MOUNTING BOARD AND STRUCTURAL SUPPORT. CONTRACTOR TO SECURE TO WALL WITH " ANCHOR BOLTS PER WATER MONITORING 12" ANCHOR BOLTS PER WATER MONITORINGSYSTEMS MANUFACTURER'S INSTRUCTIONS. WATER MONITORING SYSTEM TO BE POWERED BY EXISTING 120V DUPLEX OUTLETS.
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VA FORM 08-6231
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IMPROVEMENT
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WATER TOWER
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SC
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COLUMBIA
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W.J.B. DORN VAMC
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EXISTING TO REMAIN
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STAINLESS STEEL
PROTECTIVE COVER
of Veterans Affairs www.atriaxgroup.com
Atriax, pllc
102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
Phone: 828.315.9962
Fax: 828.315.9964
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
4191RE
G
IS
TERED ARCHITECT
NORT H CA ROL I N
AC
H
A R L OT T E , N
. C
C
HA
RL
ES W I LL IAM BEV
IN
S
02/28/2018
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TLR
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CWB
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VA FORM 08-6231
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IMPROVEMENT
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WATER TOWER
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SC
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COLUMBIA
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W.J.B. DORN VAMC
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544-15-205 of Veterans Affairs www.atriaxgroup.com
Atriax, pllc
102 3rd Avenue, NE
PO Box 1629, Hickory, NC 28603
Phone: 828.315.9962
Fax: 828.315.9964
NC Engineering License No.: P-0214
NC Architectural License No.: 51254
4191RE
G
IS
TERED ARCHITECT
NORT H CA ROL I N
AC
H
A R L OT T E , N
. C
C
HA
RL
ES W I LL IAM BEV
IN
S
02/28/2018
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WATER MONITORING SYSTEM DETAILS
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AE502
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TLR
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CWB
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AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 2/28/2018
AutoCAD SHX Text
IMPROVEMENT
AutoCAD SHX Text
WATER TOWER
AutoCAD SHX Text
SC
AutoCAD SHX Text
COLUMBIA
AutoCAD SHX Text
W.J.B. DORN VAMC
AutoCAD SHX Text
544-15-205
| 544.15.205 GI001 |
| 544.15.205 C101 |
| 544.15.205 AE101 |
| 544.15.205 AE502 |
File details come from the government source that posted it.